CN109057394A - A kind of excavation-filling method that ancient building pillar slot is rotten - Google Patents
A kind of excavation-filling method that ancient building pillar slot is rotten Download PDFInfo
- Publication number
- CN109057394A CN109057394A CN201811013043.8A CN201811013043A CN109057394A CN 109057394 A CN109057394 A CN 109057394A CN 201811013043 A CN201811013043 A CN 201811013043A CN 109057394 A CN109057394 A CN 109057394A
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- Prior art keywords
- filling
- rotten
- hole
- patch
- excavation
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- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04G—SCAFFOLDING; FORMS; SHUTTERING; BUILDING IMPLEMENTS OR AIDS, OR THEIR USE; HANDLING BUILDING MATERIALS ON THE SITE; REPAIRING, BREAKING-UP OR OTHER WORK ON EXISTING BUILDINGS
- E04G23/00—Working measures on existing buildings
- E04G23/02—Repairing, e.g. filling cracks; Restoring; Altering; Enlarging
- E04G23/0218—Increasing or restoring the load-bearing capacity of building construction elements
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04G—SCAFFOLDING; FORMS; SHUTTERING; BUILDING IMPLEMENTS OR AIDS, OR THEIR USE; HANDLING BUILDING MATERIALS ON THE SITE; REPAIRING, BREAKING-UP OR OTHER WORK ON EXISTING BUILDINGS
- E04G23/00—Working measures on existing buildings
- E04G23/02—Repairing, e.g. filling cracks; Restoring; Altering; Enlarging
- E04G23/0218—Increasing or restoring the load-bearing capacity of building construction elements
- E04G23/0225—Increasing or restoring the load-bearing capacity of building construction elements of circular building elements, e.g. by circular bracing
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04G—SCAFFOLDING; FORMS; SHUTTERING; BUILDING IMPLEMENTS OR AIDS, OR THEIR USE; HANDLING BUILDING MATERIALS ON THE SITE; REPAIRING, BREAKING-UP OR OTHER WORK ON EXISTING BUILDINGS
- E04G23/00—Working measures on existing buildings
- E04G23/02—Repairing, e.g. filling cracks; Restoring; Altering; Enlarging
- E04G23/0218—Increasing or restoring the load-bearing capacity of building construction elements
- E04G2023/0248—Increasing or restoring the load-bearing capacity of building construction elements of elements made of wood
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- Engineering & Computer Science (AREA)
- Architecture (AREA)
- Chemical & Material Sciences (AREA)
- Chemical Kinetics & Catalysis (AREA)
- Electrochemistry (AREA)
- Mechanical Engineering (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- Building Environments (AREA)
Abstract
The invention discloses a kind of excavation-filling methods that ancient building pillar slot is rotten, position first rotten according to slot, banding processing is carried out to pillar above and below slot is rotten, it crosses further according to the shape of the rotten area of slot and rejects excavation, shape of crossing is the geometry of rule, filling-up hole is excavated into the rotten part of slot on pillar, the shape of the filling-up hole is column structure, and each wall surface of filling-up hole shovels straight along its length direction；Then patch is made, is filled with and is connected with viscose glue, and touch-up paint.Can be guaranteed as far as possible in original shape and structure using this method, to pillar carry out digging processing, preservation effect more preferably, more preferably persistently.
Description
Technical field
The present invention relates to ancient building repair construction fields, are related to a kind of excavation-filling method that ancient building pillar slot is rotten.
Background technique
Ancient building is the rarity of the important component of Chinese national culture, the Chinese nation.The existing all kinds of ancient buildings in the whole nation
With outstanding protection building more than 80,000, in national major historical and cultural sites under state protection, ancient building accounts for 46% or so.And pin, beam,
The wood component such as a tree, used in making timber for boats, purlin and rafter constitutes the skeleton of ancient building, carries vertical, horizontal and earthquake load.But for a long time with
Come, many ancient buildings meet with it is long neglected and in disrepair, protection it is ineffective, expose to the sun and rain, Weathering undermines the circumstances such as mycocriny of damaging by worms.How plus
Fastly, reinforce repairing ancient building, it has also become government's task very urgent with social each side.
Ancient building pillar often occurs that many slots are rotten, and in the prior art, there is also the excavation-filling methods that many pillar slots are rotten, but
That can often occur that secondary slot is rotten in original position, be mostly due to dealing with improperly before, not exclusively caused by, open from the inside
Begin to corrode, repair again relatively difficult.
Summary of the invention
In view of this, the purpose of the present invention is to provide a kind of excavation-filling method that ancient building pillar slot is rotten, it can be as far as possible
Guarantee in original shape and structure, to pillar carry out digging processing, preservation effect more preferably, more preferably persistently.
A kind of excavation-filling method that ancient building pillar slot is rotten of the present invention, comprising the following steps:
Step 1, position first rotten according to slot carry out banding processing to pillar above and below slot is rotten, further according to slot
The shape of rotten area crosses and rejects excavation, and scribing line shape is the geometry of rule, and filling-up hole is excavated in the rotten part of slot on pillar,
The shape of the filling-up hole is column structure, and each wall surface of filling-up hole shovels straight along its length direction；
Step 2 makes patch identical with filling-up hole shape, each side of patch is shoveled straight；
Step 3, remove filling-up hole in residual impurity, in filling-up hole carry out drying and processing after carry out preservative treatment again；
Patch is embedded in filling-up hole, is then bonded together with viscose glue by step 4；
Step 5 scrapes the part that patch protrudes from pillar, and accomplishes arc corresponding with cylinder；
Step 6 carries out repairing paint to repair part.
Further, several groove structures are equipped on patch along the radial of the patch, for accommodating viscose glue.
Further, chamfered edge processing is carried out to the property at parts of edges and corners of the patch.
Further, in step 5, the viscose glue uses resin glue.
Further, the wall surface of the filling-up hole is towards tilted.
Further, the material and color of the patch are identical as the material of pillar and color.
Further, in step 6, the trace that the section position Kan Chu is v font will be repaired, clears up the dust on surface and sprinkles
Then water purification is filled and led up with putty, 2 times japanning 2 times again of primer spray, levelling in painting process and dedusting.
Further, the underrun drill bit of the filling-up hole bore flat.
Further, the banding in step 1 uses clip, and the circumferential direction of clip uses material flexible.
Further, in step 1, the shape of scribing line is the combination of various geometries, the filling-up hole of two neighboring geometry
Between, connect, penetrate through and is adjacent, the design patch corresponding with each filling-up hole in step 2, and two neighboring patch
Contact surface position is equipped with a shared through slot along the length direction of patch.
Beneficial effects of the present invention: can guarantee as far as possible in original shape and structure, carry out digging processing to pillar,
Preservation effect more preferably, more preferably persistently.
Detailed description of the invention
The invention will be further described with reference to the accompanying drawings and examples:
Fig. 1 is the structural schematic diagram of filling-up hole and patch on pillar；
Fig. 2 is the structural schematic diagram for combining geometry.
Specific embodiment
A kind of excavation-filling method that ancient building pillar slot is rotten of the present invention, comprising the following steps:
Step 1, position first rotten according to slot carry out banding processing to pillar 1 above and below slot is rotten, further according to
The shape of the rotten area of slot crosses and rejects excavation, and scribing line shape is the geometry of rule, and the rotten part of slot on pillar is excavated and is mended
Hole, the shape of the filling-up hole are column structure, and each wall surface of filling-up hole shovels straight along its length direction；As shown in Figure 1, the shape of filling-up hole
Shape is round filling-up hole 3.
Step 2 makes patch identical with filling-up hole shape, each side of patch is shoveled straight；Shovel is directly exactly the outer surface of patch
Cannot there are respective bump or a depressed area, in Fig. 1, the shape of patch is the cylinder patch 4 of cylindrical body.Outside cylinder patch 4
Cylinder is straight, while being also directly, the patch 4 of cylinder thus to be facilitated to put into round filling-up hole 3 in round filling-up hole 3.
Step 3, remove filling-up hole in residual impurity, in filling-up hole carry out drying and processing after carry out preservative treatment again；Existing skill
In art, although having handled in filling-up hole, slot is rotten, and internal there are also the substances of some acidity, or inside also to remain a little moisture
Or corrosive residual impurity, it is therefore desirable to carry out drying and processing, cause to corrode from inside is hurried to prevent it, also influence in it
The living environment of portion microorganism carries out deeper processing.
Patch is embedded in filling-up hole, is then bonded together with viscose glue by step 4；The two can be attached by glue.
Step 5 scrapes the part that patch protrudes from pillar, and accomplishes arc corresponding with cylinder；Correction of the flank shape be in order to
Increase aesthetic effect, prevents unnecessary touching.
Step 6 carries out repairing paint to repair part.Repairing paint increases outside also for increase aesthetic effect
Leakproofness.
In the present embodiment, radial along the patch is equipped with several groove structures 5 on patch, for accommodating viscose glue.
Due to being constantly present extruding between patch and filling-up hole, the viscose glue between most of filling-up hole and patch has all been squeezed out external, shadow
The connection function both rung, therefore several groove structures 5 are equipped on patch along the radial of the patch, can allow the two
Between there are more positions to carry out viscose glue connections.
In the present embodiment, chamfered edge processing is carried out to the property at parts of edges and corners of the patch.Since the shape of patch is in real process
In, it is not necessarily to agree with completely with filling-up hole, it is therefore desirable to chamfered edge processing is carried out, in case there are certain mistakes for patch manufacturing process
Difference is likely to cause filling-up hole during agreeing with and generates crack.
In the present embodiment, in step 5, the viscose glue uses resin glue, and epoxide-resin glue, epoxide-resin glue can also be used
There is the cementability of strength.Equally there is insulation, corrosion-resistant, heat-resisting, it is main or play the role of connection with trees, it adopts
It may result in repulsion with other glue, sealing effect is bad, is easy to appear loophole, influences the connection effect of the two.
In the present embodiment, the wall surface of the filling-up hole is towards tilted.The wall surface of filling-up hole is namely being shoveled in filling-up hole towards tilted
In sub- digging process, certain inclined-plane is formed inwardly slightly, the interior shape of filling-up hole is not the type of straight cylinder from this, there is null circle
The shape of platform, therefore after patch filling, due to bigger than patch slightly inside filling-up hole, between can also having between the two accordingly
Gap can use the glue with receiving a part, moreover it is possible to facilitate and insert patch in filling-up hole.
In the present embodiment, the material and color of the patch are identical as the material of pillar and color.
In the present embodiment, in step 6, the trace that the section position Kan Chu is v font will be repaired, clear up the dust on surface simultaneously
Water purification is sprinkled, is then filled and led up with putty, 2 times japanning 2 times again of primer spray, levelling in painting process and dedusting.Using the trace of v font
Mark can be very good to accommodate putty, stay at pillar surface, it is not easy to fall off, bring good place mat to subsequent spray painting.
In the present embodiment, the underrun drill bit of the filling-up hole bore flat.The bottom surface of filling-up hole is also to need to even out, with
Exempt between patch and filling-up hole that there are gaps, influences the effect of digging.
In the present embodiment, the banding in step 1 uses clip 2, and the circumferential direction of clip 2 uses material flexible.Using flexibility
Clip 2, it is possible to reduce the damage to pillar 1, while in the operation dug a hole, perching knife can cause periphery unnecessary
Damage, but clip 2 is used to compress, pillar can be caused cracked to avoid due to misoperation.
In the present embodiment, in step 1, the shape of scribing line is the combination of various geometries, two neighboring geometry
Between filling-up hole, connect, penetrate through and is adjacent, patch corresponding with each filling-up hole, and two neighboring benefit are designed in step 2
The contact surface position of block is equipped with a shared through slot along the length direction of patch.In Fig. 1 and 2, slot rotten 10 and slot are rotten
11 be irregular shape, thus with scoop carry out grooving it is rotten during, can dig out simultaneously rotten with slot rotten 10 and slot
The corresponding delta-shaped region 6 of 11 shape and rectangular area 7, delta-shaped region 6 and rectangular area 7 have adjacent side, triangle
Each side of shape region 6 and rectangular area 7 be with slot rotten 10 and slot rotten 11 substantially it is tangent, save the area of excavation, reduce pair
The damage of pillar.Then vertical column is excavated inwards, after the completion of the rotten excavation of slot, is produced and 7 phase of delta-shaped region 6 and rectangular area
The adjacent surface (i.e. contact surface) of corresponding corner block 8 and rectangular block 9, corner block 8 and rectangular block 9 is set along the length direction of patch
There is a shared through slot 12.Through slot 12 is also for accommodating glue.
Finally, it is stated that the above examples are only used to illustrate the technical scheme of the present invention and are not limiting, although referring to compared with
Good embodiment describes the invention in detail, those skilled in the art should understand that, it can be to skill of the invention
Art scheme is modified or replaced equivalently, and without departing from the objective and range of technical solution of the present invention, should all be covered at this
In the scope of the claims of invention.
Claims (10)
1. a kind of excavation-filling method that ancient building pillar slot is rotten, which comprises the following steps:
Step 1, position first rotten according to slot carry out banding processing to pillar above and below slot is rotten, further according to the rotten face of slot
Long-pending shape crosses and rejects excavation, and scribing line shape is the geometry of rule, and filling-up hole is excavated in the rotten part of slot on pillar, described
The shape of filling-up hole is column structure, and each wall surface of filling-up hole shovels straight along its length direction；
Step 2 makes patch identical with filling-up hole shape, each side of patch is shoveled straight；
Step 3, remove filling-up hole in residual impurity, in filling-up hole carry out drying and processing after carry out preservative treatment again；
Patch is embedded in filling-up hole, is then bonded together with viscose glue by step 4；
Step 5 scrapes the part that patch protrudes from pillar, and accomplishes arc corresponding with cylinder；
Step 6 carries out repairing paint to repair part.
2. the rotten excavation-filling method of ancient building pillar slot according to claim 1, which is characterized in that along the diameter of the patch
To several groove structures are equipped on patch, for accommodating viscose glue.
3. the rotten excavation-filling method of ancient building pillar slot according to claim 2, which is characterized in that the corner angle of the patch
Position carries out chamfered edge processing.
4. the rotten excavation-filling method of ancient building pillar slot according to claim 1, which is characterized in that described viscous in step 5
Glue uses resin glue.
5. the rotten excavation-filling method of ancient building pillar slot according to claim 1, which is characterized in that the wall surface court of the filling-up hole
It is tilted.
6. the rotten excavation-filling method of ancient building pillar slot according to claim 1, which is characterized in that the material of the patch and
Color is identical as the material of pillar and color.
7. the rotten excavation-filling method of ancient building pillar slot according to claim 1, which is characterized in that in step 6, will repair
The position section Kan Chu is the trace of v font, clears up the dust on surface and sprinkles water purification, is then filled and led up with putty, and primer spray 2 times is again
Japanning 2 times, levelling in painting process and dedusting.
8. the rotten excavation-filling method of ancient building pillar slot according to claim 1, which is characterized in that the bottom surface of the filling-up hole is logical
Cross drill bit bore it is flat.
9. the rotten excavation-filling method of ancient building pillar slot according to claim 1, which is characterized in that the banding in step 1 is adopted
Material flexible is used with the circumferential direction of clip, clip.
10. the rotten excavation-filling method of -9 described in any item ancient building pillar slots according to claim 1, which is characterized in that step 1
In, the shape of scribing line is the combination of various geometries, between the filling-up hole of two neighboring geometry, connects, penetrates through and is adjacent,
Patch corresponding with each filling-up hole is designed in step 2, and the contact surface position of two neighboring patch is along the length of patch
It spends direction and is equipped with a shared through slot.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201811013043.8A CN109057394A (en) | 2018-08-31 | 2018-08-31 | A kind of excavation-filling method that ancient building pillar slot is rotten |
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| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201811013043.8A CN109057394A (en) | 2018-08-31 | 2018-08-31 | A kind of excavation-filling method that ancient building pillar slot is rotten |
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| Publication Number | Publication Date |
|---|---|
| CN109057394A true CN109057394A (en) | 2018-12-21 |
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| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201811013043.8A Pending CN109057394A (en) | 2018-08-31 | 2018-08-31 | A kind of excavation-filling method that ancient building pillar slot is rotten |
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Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN114352067A (en) * | 2021-12-03 | 2022-04-15 | 绍兴文理学院元培学院 | Supporting device for repairing and assisting ancient building timber structure column base |
| CN117432240A (en) * | 2023-12-18 | 2024-01-23 | 华侨大学 | Repairing method of ancient building girder |
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|---|---|---|---|---|
| JPH09189133A (en) * | 1996-01-10 | 1997-07-22 | Alpha Kogyo Kk | Repairing method of concrete wall |
| JP2000248750A (en) * | 1999-02-26 | 2000-09-12 | Takihara Kogyo:Kk | Afterconstruction anchor embedding method and jig for embedding method |
| CN101638945A (en) * | 2009-07-28 | 2010-02-03 | 佛山市工程承包总公司 | Method for repairing crack of large historic building wood member |
| CN101922241A (en) * | 2010-08-13 | 2010-12-22 | 成都建筑工程集团总公司 | Method for repairing wood beam column of old building by embedded rib reinforcement |
| CN103993749A (en) * | 2014-05-06 | 2014-08-20 | 洛阳理工学院 | Reinforcing and repairing method for Dougong of historic building |
| CN105715065A (en) * | 2016-01-29 | 2016-06-29 | 浙江水利水电学院 | Multi-azimuth repairing method for damaged historic building column |
-
2018
- 2018-08-31 CN CN201811013043.8A patent/CN109057394A/en active Pending
Patent Citations (6)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JPH09189133A (en) * | 1996-01-10 | 1997-07-22 | Alpha Kogyo Kk | Repairing method of concrete wall |
| JP2000248750A (en) * | 1999-02-26 | 2000-09-12 | Takihara Kogyo:Kk | Afterconstruction anchor embedding method and jig for embedding method |
| CN101638945A (en) * | 2009-07-28 | 2010-02-03 | 佛山市工程承包总公司 | Method for repairing crack of large historic building wood member |
| CN101922241A (en) * | 2010-08-13 | 2010-12-22 | 成都建筑工程集团总公司 | Method for repairing wood beam column of old building by embedded rib reinforcement |
| CN103993749A (en) * | 2014-05-06 | 2014-08-20 | 洛阳理工学院 | Reinforcing and repairing method for Dougong of historic building |
| CN105715065A (en) * | 2016-01-29 | 2016-06-29 | 浙江水利水电学院 | Multi-azimuth repairing method for damaged historic building column |
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN114352067A (en) * | 2021-12-03 | 2022-04-15 | 绍兴文理学院元培学院 | Supporting device for repairing and assisting ancient building timber structure column base |
| CN117432240A (en) * | 2023-12-18 | 2024-01-23 | 华侨大学 | Repairing method of ancient building girder |
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Application publication date: 20181221 |